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dc.contributor.authorInfa, Rosmery
dc.contributor.authorChavez, Antenor
dc.contributor.authorSoto, Jorge
dc.contributor.authorHuanca, Joseph
dc.contributor.authorRoberti, Gioachino
dc.contributor.authorWard, Brent
dc.contributor.authorAguilar, Rigoberto
dc.contributor.authorTeixidó Ullod, Teresa 
dc.date.accessioned2025-07-29T11:31:52Z
dc.date.available2025-07-29T11:31:52Z
dc.date.issued2024-10-31
dc.identifier.citationInfa, R.; Chavez, A.; Soto, J.; Huanca, J.; Roberti, G.; Ward, B.; Aguilar, R.; Teixidó, T. Geological and Geomorphological Characterization of the Anthropogenic Landslide of Pie de la Cuesta in the Vitor Valley, Arequipa, Peru. Geosciences 2024, 14, 291. https://doi.org/10.3390/geosciences14110291es_ES
dc.identifier.urihttps://hdl.handle.net/10481/105824
dc.description.abstractThis study presents the geological and geomorphological characterization of the Pie de la Cuesta landslide, a large (>60 ha) slow-moving (up 4.5 m/month) landslide in Southern Peru. The landslide has been active since 1975 and underwent a significant re-activation in 2016; the mass movement has caused the loss of property and agricultural land and it is currently moving, causing further damage to property and land. We use a combination of historical aerial photographs, satellite images and field work to characterize the landslide’s geology and geomorphology. The landslide is affecting the slope of the Vitor Valley, constituted by a coarsening upward sedimentary sequence transitioning from layers of mudstone and gypsum at the base, to sandstone and conglomerate at the top with a significant ignimbrite layer interbedded within conglomerates near the top of the sequence. The landslide is triggered by an irrigation system that provides up to 10 L/s of water infiltrating the landslide mass. This water forms two groundwater levels at lithological transitions between conglomerates and mudstones, defining the main failure planes. The landslide is characterized by three main structural domains defined by extension, translation and compression deformation regimes. The extensional zone, near the top of the slope, is defined by a main horst–graben structure that transitions into the translation zone defined by toppling and disaggregating blocks that eventually become earth flows that characterize the compressional zone at the front of the landslides, defined by thrusting structures covering the agricultural land at the valley floor. The deformation rates range from 8 cm/month at the top of the slope to 4.5 m/month within the earth flows. As of May 2023, 22.7 ha of potential agricultural land has been buried.es_ES
dc.description.sponsorshipNational University of San Agustín of Arequipa (IBAIB-03-2018- UNSA)es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAtribución 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectanthropogenic landslidees_ES
dc.subjectslow-moving landslidees_ES
dc.subjectirrigation-triggered mass movementses_ES
dc.subjectearth flowes_ES
dc.titleGeological and Geomorphological Characterization of the Anthropogenic Landslide of Pie de la Cuesta in the Vitor Valley, Arequipa, Perues_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.3390/geosciences14110291
dc.type.hasVersionVoRes_ES


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